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    Development of a two-phase model for simulating the behavior of reinforced soils 

    Type: Conference Paper
    Author : سیداحسان سیدی حسینی نیا; Orang Farzaneh; Seyed Ehsan Seyedi Hosseininia
    Year: 2011
    Abstract:

    The present paper presents the formulation of a two-phase system applied for reinforced soil media.

    In a two-phase material, the soil and inclusion are treated as two individual superposed continuous

    media called matrix...

    Numerical Analyses with an Equivalent Continuum Constitutive Model for Reinforced Soils with Angled Bar Components 

    Type: Conference Paper
    Author : سیدمهدی نصرالهی; سیداحسان سیدی حسینی نیا; SEYED MAHDI NASROLLAHI; Seyed Ehsan Seyedi Hosseininia
    Year: 2018
    Abstract:

    The discontinuity and hardness variation in the reinforced soil, makes modeling difficult, so use of simple methods that are developed to estimate the heterogeneous field behavior has been found. In this paper, an equivalent continuum constitutive...

    A simplified two-phase macroscopic model for reinforced soils 

    Type: Journal Paper
    Author : سیداحسان سیدی حسینی نیا; Orang Farzaneh; Seyed Ehsan Seyedi Hosseininia
    Year: 2009
    Abstract:

    This paper presents the formulation of a macroscopic model for reinforced soil structures in which the interface is taken into consideration as a rigid-plastic contact. The model is formulated in the framework of a so-called multiphase model...

    Sand strength for back-analysis of pull-out tests at large displacement 

    Type: Journal Paper
    Author : P.C. ROUS�; R.J. FANNIN; M. TAIEBAT
    Publisher: Thomas Telford
    Year: 2014

    Failure behavior and mechanism of slopes reinforced using soil nail wall under various loading conditions 

    Type: Journal Paper
    Author : Zhang, Ga - Cao, Jie - Wang, Liping
    Publisher: Elsevier
    Year: 2014

    An Analytical Evaluation of Pile-Soil Interaction in Two-Phase Approach 

    Type: Conference Paper
    Author : سیدمهدی نصرالهی; سیداحسان سیدی حسینی نیا; SEYED MAHDI NASROLLAHI; Seyed Ehsan Seyedi Hosseininia
    Year: 2019

    Development and Validation of a Two-Phase Model for Reinforced Soil by Considering Nonlinear Behavior of Matrix 

    Type: Journal Paper
    Author : سیداحسان سیدی حسینی نیا; Orang Farzaneh; Seyed Ehsan Seyedi Hosseininia
    Year: 2010
    Abstract:

    The paper presents the formulation of a two-phase system applied for reinforced soil media, which accounts for nonlinear behavior of matrix phase. In a two-phase material, the soil and inclusion are treated as two individual continuous media called...

    Centrifuge model tests of deformation and failure of nailing reinforced slope under vertical surface loading conditions 

    Type: Journal Paper
    Author : Zhang, Ga - Cao, Jie - Wang, Liping
    Publisher: Elsevier
    Year: 2013

    A comparative numerical study of a geosynthetic-reinforced soil wall using three different constitutive soil models 

    Type: Journal Paper
    Author : سیداحسان سیدی حسینی نیا; Seyed Ehsan Seyedi Hosseininia
    Year: 2015
    Abstract:

    In this paper, three different soil constitutive models for granular soils were implemented in the numerical simulation of a full-scale reinforced soil segmental wall in order to predict the wall response during construction. The soil constitutive...

    Numerical simulation of two-tier geosynthetic-reinforced-soil walls using two-phase approach 

    Type: Journal Paper
    Author : سیداحسان سیدی حسینی نیا; Seyed Ehsan Seyedi Hosseininia; Ahoo Ahjaee
    Year: 2018
    Abstract:

    In this study, the mechanical behavior of two-tier Geosynthetic-Reinforced Soil walls is investigated numerically by using the concept of two-phase systems. Comparison of the results of this approach with those of discrete numerical models...

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